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i <br /> f <br /> Const. Const. <br /> I <br /> Limits of Clearing and Grubbing /I <br /> Limits of Clearing and Grubbing <br /> and Earthwork (Misc. Areas) V <br /> AVar. 12' — 12' 'Var. 4' 2' Var. 20' <br /> 8'-19' 5'-25' 10'-22' <br /> 0.08' A.C. <br /> 24' Pavement Reinforcing Fabric 04' <br /> Conform `_ _ Var. Var. _ Va_ r a Var Conform `Var. <br /> — Conform — — — —' --`— — — <br /> Imported Borrow Conform (Planing) <br /> (Typ.) Existing Roadway 0.25' Asphalt Concrete Overlay g Existing Roadway <br /> Existin P.C.C. C. & G. <br /> or Valley Gutter to <br /> WESTBOUND LANES to remain in place. 0.25' Asphalt Concrete Overlay <br /> Sta. 9+00 to Sta. 86+60 ■ Limits of Asphalt Concrete <br /> Pavement Planing <br /> SHOULDER DETAIL <br /> Sta. 14+80 to Sta. 20+70 Lt. (Westbound Lanes) <br /> 4 Limits of Mailbox Relocation <br /> • Refer to this sheet for Shoulder <br /> Detail between Sta. 14+80 and <br /> Sta. 20 +70. <br /> • Refer to Plan Sheets 3-5 for exact <br /> widths. <br /> GENERAL NOTES <br /> 1 . Existing drainage facilities and curb and gutter shall <br /> remain in place unless noted on plans. <br /> Const. <br /> 2. Imported Borrow shall be cohesive material selected <br /> I for its ability to resist erosion. The R—Value <br /> *Limits of Clearing and Grubbing requirement shall be waived for this material. The <br /> and Earthwork (Misc. Areas) Sand Equivalent for this material shall not have a <br /> value greater than 10. <br /> 4, AVar. 12' — 12' Var. 4' 3. All earthwork, except for final grading of the shoulders, <br /> 5'-19' 8'-22' shall be completed prior to placing finished course <br /> 24' Pavement Reinforcing Fabric of Asphalt Concrete. <br /> Conform _ Var. Var. Var. Conform 4. Asphalt Concrete used for Pavement Repair (Type A) shall not <br /> V be placed in layers which exceed 0.50' in compacted <br /> thickness. <br /> — — — — — — — — — — — — — — 5. Placement of Asphalt Concrete Surfacing shall not <br /> Imported Borrow <br /> begin until Asphalt Concrete used for Pavement <br /> (Typ.) Existing Roadway <br /> 0.25 Asphalt Concrete Overlay Repair has been in place for a minimum of 36 hours. <br /> 6. Pavement reinforcing fabric shall be placed on existing <br /> EASTBOUND LANES pavement. <br /> Sta. 9+00 to Sta. 84+70 7. Where superelevations exist on horizontal curves, the new <br /> surface slope and drainage shall conform to existing. <br /> 0 <br /> w <br /> z <br /> o w <br /> 0 <br /> z <br /> w <br /> J <br /> Uj <br /> DRAWN BY Z <br /> SHEET TOTAL <br /> PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE AP R VED DATE ELEVENTH STREET RESURFACING No. SHEETS ry <br /> — COUNTY OF SAN JOAQUIN NO SCALE1��'PICAL SECTIONSZ Lovel Rd. to Grant Line Rd. 2 8 °' <br /> , yFILE NAME R SHEET NO. ACAD <br /> AftlC:\11TH\TYPSEC <br /> I <br />